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GENERAL NOTESS
<br />THIS pRAWIWs 14AO BEEN DESI(SNED TO CONFORM TO THE 2001 FLORIDA BUILDING CODE
<br />ANO, 200% OUPPLIS"Iff"TO
<br />ApKAY MMERNG NCt A RECOTEREP UCREP, FLO RIDA PRM6510NAL OTRr-TURAL
<br />EWSIN—ING, COMPANY- WAS APPLIED - RATIONAL ANALY 616- FOR THE STRUCTURAL DESIGN
<br />or THIS *Tr"jclrumff
<br />T14E OR -AWING ( INCLUDING ALL COMP04WS AND CLADDI NG6 644ALL 15E DESIGNED FOR THE
<br />pOLLO"NG SUpERIMf*ObEO LOADS
<br />FLOORS,
<br />LrYE LOADS 40 r,6.F,
<br />DEAD LOADS 10 P-6,F,
<br />ROOF. LIVE LOADS (TRUSS TOP CORD) 20 P-S, P,
<br />DEAD LOADS CMU" TOP CORD) tO P.b.F,
<br />DEAD LOAD (MUSS BOTTOM CORD) - 1'0 P'S
<br />ASSUMED TRUSS SELF WEIGHT ( DEAD LOAD) P-6-F,
<br />WIND DESIGN AO&UMI'TION6-
<br />I5UtLDIwv Rxfloemm - a
<br />BUILDING IMPORTANCE FACTOR - 1,0
<br />MEAN ROOF HEIGHT 30'Ofq LESS
<br />WEIGHT a EXPOSURE ADAATM04TS COEFFICIS NT 1,0
<br />ENCLOSED BUILDING
<br />INTERNAL PRESSURE C019"CIENT "'S
<br />SEE WIND SPEED AT BOTTOM RIGHT OF ALL 6+4 MG
<br />$OIL BEARING 4 COMPACTIONt
<br />THE" PLANS WERE DRAWN BASED UPON AN ALLOWABLE 6 OIL BEARING CAPACJTY OF
<br />2000 MINIMUM ) TIM C.ONTRACTOR/PROPIERTY OW NIER to RESPONSIBLE FOR VERIF-riNd
<br />THAT T14E 601L ON THE 61TE 16 PROPERLY PREPARED AN 0 COMPACTED SUCH T14AT IT CAN
<br />SUPPORT A 20,00 P,S.F. FOUNDATION LOADING
<br />ARKAY ENGINEERING INC. A REGISTERED LICENSED FLOR CA PROFESSIONAL 6TRUC-TURAL
<br />ENGINEERING COMPANY, DESIGNED TH06M FOUNDATIONS W tNOUT VISITING THE CONSTRUCTION
<br />SITE NOR PERFORMING ANY 601L TESTING '
<br />ARKAY ENGINEERING INC SMALL NOT ME RESPONSIBLE FO R THE SITE SOL ABILITY TO 6UPPORT
<br />THE BUILDING LOADS
<br />FOUNDATION 4 SLAB — OW GRADE NOTES s
<br />BUILDINd SITE SMALL ME SCRAPED TO REMOVE ALL ORGA NIC MATERIALS,,
<br />ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD Aft RA, SMALL BE COMPACTED
<br />6UC44 T14AT IT CAN ADEOUATELY SUPPORT A 2000 P.S.F. FOUNDATION LOADING, SLAB
<br />SMALL BE PLACE OVER A i* Mill. VAPOR BARRIER ON CLEA N ADEQUATELY COMPACTED
<br />AND TERMITE POISONED SOL
<br />CONCRETE UTILIZED IN THE FOUNDATION AND SLABS SHIA LL HAVE A MINIMUM 26 DAY
<br />ComPRE66W. STRENGTH OF: 3000
<br />REINFORCANS STEEL 614ALL BE GRADE 40 MNIt-fUI-j A14P I DENTIFIED IN ACCORDANCE
<br />WITH A6TM A -015. LAP SPLICES, WHERE REQUIRED 614A LL BE A MINIMUM OF 25' FOR
<br />as REBAR , 30* FOR 06 REBAR s 39* FOR rl REMAR
<br />PLANS ARE ENGINEERED FOR A MAXIMUM 6TEMWALL WEIG14 T Or- 4 COURSES ( AFTER
<br />FINAL SITE GRADINW THE CONTRACTOR OR BUILDING Ow KIER SMALL DETERMINE THE
<br />EXACT 67NMALL WEIGHT bAbli UPON SITE CONDITIONS P RIOR TO POURING THE FOUNDATION
<br />AND CONTACT ARKAY ENGINEMqINa WHEN MORE THAN 4 CO UIR61! ARN REOUIRED
<br />A FOUNDATION 6MVEy SMALL BE PERFORMED AND A COPY OF THE &RvEy SMALL 15E ON SITE
<br />FOR T14E BUILDING INWECTOR6 USE, OR ALL PROPERTY MARKERS WALL BE 9><PO6ED AND A
<br />STRING STRECTED FROM MARKER TO MARKER TO VERIFY R ECdJIRED SET BACKS
<br />&OIL TERMITE TREATMENT -
<br />TERMITE PROTECTION WALL BE PROVIDED BY REGISTERE D TER"TICIDE6, INCLUDING PESTICIDES
<br />APPLIED TO SCIL� OR WOOD, BATING SYSTEMS, OR ONE R APPROVED PROTECTION LABELED FOR
<br />USE AS PREVENTATIVE TREATMENT To NEW CONSTRUCTION.
<br />A CERTIFICATrz OF oomruANcE' SMALL ME ISSUED TO T HE BUILDING DEPARTMENT BY A LICENSED
<br />PEST CONTROL COMPANY BEFORE A * CERTIFICATE or- or, rUPANCY WILL BE ISSUED. THE CERTIFICATE
<br />SHALL STATE, (PER FBC R320,t)
<br />THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FO p THE PREVENTION OF SUBTERRANEAN
<br />TERMITE$. THE TREATMENT is INACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT
<br />OF AGRICULTURE AND CONSUMERS SERVICES
<br />IF A REGISTERED TERMITfCCE 15AIT SYSTEM 16 TO BE USED FOR SUBTERRANEAN TERMITE PREVENTION
<br />SECTION R320-1 THROUGH "2C.1.6 DO NOT APPLY, A 6 IGNED FIVER EYAR CONTRACT FROM THE ISSUE
<br />OF THE CERTIFICATE OF OCCUPANCY ASSURING INSTALLA TION, MAINTENANCE AND MONITORING OF THE
<br />BAITING SYSTEM SMALL BE PROVIDED TO THE BUILDING OFFICIAL PRIOR TO THE SLAB POUR. THE SYSTEM
<br />MUST 52 INSTAI I PRIOR TO FINAL BUILDING APPROVA L ( PER FBC- R320,1.1)
<br />INITIAL &OIL POISONING TREATMENT SMALL ISE DONE AF TER ALL EXCAVATION
<br />BACKFILLING 4 COMPACTION ARE COMPLETE ( PER F9C 3 20.1,2.)
<br />ANY 601L 016TURIBED AFTER THE INITIAL TREATMENT SH ALL BE RE- TREATED
<br />INCLUDING ANY BOX OR FORMED AREAS ( PER FBC R320.1-2)
<br />BOXED AREA IN THE CONCRETE $LAB FOR INSTALLATION OF TRAPS SMALL 159 MADE
<br />WIN PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST ISE OF AN
<br />ACeQUATE SIZE 4 DEPTH TO ELIMINATE ANY D16TURBANO E OF THE WIL AFTER T14E
<br />INITIAL TREATMENT ( PER FS-C R320-1,3)
<br />A MINIMUM 6 MILL VAPOR BARRIER MST BE INSTALLED TO PROTECT AGAINST RAINFALL
<br />DILUTION IF RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, RE TREATMENT SMALL
<br />59 REOUIRED (PER FBC R320.1.4)
<br />ANY CONCREM OVERPOUR , MORTAR OR 6TUCCO MATERIAL 6 ALONG THE FOUNDATION
<br />PERIMETER MUST ISE REMOVED PRIOR To EXTERIOR &OIL TREATMENT. ( PER FBC R320,1.5)
<br />EXTERIOR $OIL TREATMENT MUST BE APPLIED UNDER ALL ExTERIOR CONCRETE OR GRADE
<br />WITHIN 12" OF THE STRUCTURE SIDE WALLS (PER FOC R 120-1-6)
<br />AN EXTERIOR VERTICAL CHEMICAL BARRIER WALL BE IN 6TALLED AFTER CONSTRUCTION 16
<br />COMPLETE ( INCLUDING LANDSCAPING AND IRRIGATION) ANY 601L DISTURBED AFTER THE
<br />VERTICAL BARRIER 16 APPLIED, $14ALL ISE RETREATED (PER FOC R320,1.6)
<br />CONDENSATE AND ROOF DOWN SPOUT& DISCHARGE AT LEAS T 12' AWAY FROM THE BUILDING
<br />SIDE WALLS (rER PISC R320-1)
<br />AFTER ALL WORK IS COMPLETE ANY Lo(:�$E: WOOD AND FIL L MST BE REMOVED FROM
<br />BELOW AND UT14 IN 12' OF T14E BUILDING, TH16 SHALL INCLUDE ALL GRACE STAKES TUM
<br />TRAP BOXES, FORMS, SHORING AND ANY OTHER CMJAL06 E CONTAINING MATERIALS
<br />PER (FBC R320-0-5,)
<br />THE D16TAW -OR
<br />g FROM THE EXTERIOR WALL COVERING ( EX CZPTION6, PAINT AND DEC ATIVE
<br />CEMENTITIOUS FINISH LESS NAN 5/0' T14ICK ADHERED DIRECTLY ONTO THE FOUNDATION WALL)
<br />AND FINAL EARTH GRADE 64ALL NOT BE LE66 NAN 6- T 0 ALLOW FOR INSPECTION FOR FUTURE
<br />TERMITE INFESTATIONS (PER FMC R104)
<br />EXTERIOR WINDOWS 4 DOORSs
<br />ALL EXTERIOR WINDOWS s GLASS DOORS OR ENTRANCE DO OR SRALI. ME TESTED IN ACCORDANCE WITH
<br />AN6I1Af-tMAjNWWDA VA62 STANDARD AND 15EAR AN AMHA OR WDMA LAREL IVENTI"NG TWE MANUFACTURE
<br />PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY
<br />AL . L MULLIONS AND ADJACENT DOOR41INDOW! ASSEMBLIES "ALL ISE TEST OR ENGINEERED TO TRANSFER
<br />Lb TIMES THE DE61GN LOADS TO THE ROU034 OPENING 6 U56TRATE
<br />INSTALL ALL WINDOWS AND DOOR A66EM15URS PER THE M ANUFACTURE ANCHORING RECOMMENDATIONS
<br />TO ACHIEVE THE DEaIGN PRE66URES 6PEC4FIED
<br />ELECTRICALt
<br />IN ACCORDANCE WITH CHAPTER 411,003 (2) a) OF T141E FLORIDA ADMIN16TRATIVE CODE. ELECTRICAL
<br />PLUMBING AND HEC44ANICAL SYSTEMS SMALL BE DESIGNED BY THE RESPECTIVE CONTRACTOR TO
<br />M,EET ALL APPLICABLE CODES. T14E ELECTRICAL, PLUMB ING AND MECHANICAL SYSTEMS DRAWN HERON
<br />ARE BASE UPON A DESIGN PROVIDED MY THE OWNER TO A PPRE" HIS/HER REOUIREMENTS-
<br />CM<2S STEEL CHANNEL erYr)
<br />D TFtEAP IN rLACE
<br />mcNic-"ma rLANK ORATINd
<br />6tAIFt TREAC, TRACTION TREAD
<br />Mitt — AND EOLTED TO FACE
<br />OF' STEEL C DFAM 6TROW.ERS
<br />$TEEL CHANNEL DETAIL
<br />NOT TO SCALE
<br />THE CLIENT UNDERSTAND$ T14AT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE
<br />AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND
<br />EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE
<br />PROJECT. THE DESIGNER WILL IN GOOD FAIT14 ATTEMPT TO PROVIDE ERR ' OR FREE CONSTRUCTION
<br />DRAUMNGS, BUT IN T14E EVENT ERROR$ OCCUR THE DESIGNER WILL NOT ISE LIABLE FOR COST OF
<br />REPAIR$ OR DELAY TO THE CONSTRUCTION
<br />MCNICHOL5 4
<br />CL05ED ME9
<br />GRATING WEI
<br />STEEL I BEAI
<br />WELD I BEAM TO 1/4"X4'X4'
<br />FLAT STEEL PLATE WELDED
<br />AT TOP OF STEEL TUBE COLUMI"
<br />12*XI6"XI&" CONCRETE PAD
<br />WITH (3) *5 RE5AR EACH WAY
<br />COVERED 5ALCONY ROOF FRAMING FLAN 1/4 11 = 11 oll
<br />- I A I I � a= A e�=r"�
<br />HEIGHT O� STAIRS TO BE VERIFIED IN
<br />FIELD AND MAY VARY FROM DRAWINGS STAIR DETAIL 61DE VIEW
<br />ALL STEEL TO BE PRIMED AND PAINTED
<br />BLACK NOT TO SCALE
<br />=,,)I I A I I 'v a;o A e- =r)
<br />tt X'
<br />WALL- vvrm va 11 �4911
<br />Z;-T 76
<br />.T6
<br />FLASWING CUT INTO WALL
<br />12
<br />2X6 -2 PINE RAFTERS 24' OC
<br />SIM psap
<br />JiLVIG" 006EPI
<br />BLOCK WALL CF EXISTING BUILDING
<br />EXPOSED RAFTER CEILING
<br />SIMPSON 1410 CLIP AT ALL RAFTERS
<br />TO WOOD BEAM, FILL NAIL HOLES
<br />WITH IOD X I 1/2'NAILS
<br />WELD I BEAJ
<br />FLAT STEM
<br />AT TOP OF
<br />COLUMN
<br />Rool
<br />EXIS1
<br />V4"X3"X3" STEEL TUB COLUMN TO
<br />EXTEND THROUGH RAFTERS DOWN
<br />TO BLOCK WALL
<br />COLUMN AND BEAM DETAIL (A)
<br />NOT TO SCALE
<br />MCNICHOLS GCM-1-150 11/2"X 3/16
<br />CLOSED MESH PRE86 LOCKED
<br />GRATING WELDED AT TOP OF
<br />STEEL I BEAM
<br />F
<br />WI2X3O STEEL
<br />114'X!5'XS' FLAT STEEL PLATE WELDED AT
<br />BOTTOM OF STEEL TUBE COLUMN WITH (4)
<br />1/2"X(.' REDHEAD EXPANSION BOLTS IN
<br />CONCRETE PAD TYPICAL
<br />2X4 '2 PINE PERLINS 24' NAILED
<br />TO RAFTERS WIN (2) 16D NAILS
<br />5 V METAL ROOFING INSTALLED
<br />PER MANUFACTURES DETAILS
<br />V4'X4"X4' STEEL ANGLE ATTACHED
<br />TO PACE OF BLOCK BUILDING WIN
<br />S/OX4" REDHEAD EXPANSION BOLTS
<br />16, oc
<br />15ALCONY CUT SECTION DETAIL
<br />NOT TO SCALE
<br />cq
<br />AD
<br />WAY
<br />5ALCONY RAILING DETAIL
<br />NOT TO SCALE
<br />—1
<br />2X& -2 PINE FASCIA
<br />MCNICWOLS GCM-1-15,0 I V2"x 3/16'
<br />CLOSED MESH PRESS LOCKED
<br />GRATING WELDED TO ANGLE IRON
<br />AT REAR AND I BEAM AT FRONT
<br />LV,a r6,t- 4 a FIT A Qoo)I -
<br />'IFE RAILING WELDED
<br />rS AND TO STEEL TUBE
<br />I BEAM TO I/4"X4"X4'
<br />,TEEL PLATE WELDED
<br />MOM OF STEEL TUBE
<br />1N
<br />1/4"xr,'Xr,l FLAT STEEL PLATE WELDED AT
<br />BOTTOM OF STEEL TUBE COLUMN WITH (4)
<br />I/2"X6,' REDHEAD ]DO-ANSION BOLTS IN
<br />TOP OF LOWER BLOCK WALL OF EXISTING
<br />BUILDING
<br />I BEAM
<br />AT TOP OF 67EEL TUBE COLUMN
<br />I/4"X3'X3" STEEL
<br />I/4'X3'X3' STEEL
<br />TUB COLUMNS
<br />TUB COLUMNS
<br />Lj
<br />COLUMN AND 5EAM DETAIL (5)
<br />NOT TO SCALE
<br />t/4"X5*Xl' STEEL U BRACKET
<br />WELDEDAT TOP OF TUB cOLL2-TN
<br />WITH (2) 5/8 . TWRU BOLTS IN WOOD
<br />BEAM
<br />I
<br />V4">(S*Xl � U BRACKET
<br />WELDED AT TOP OF TUB COLUMN
<br />WIN (2) 5/8 . TWRLI BOLTS IN WOOD
<br />BEAM
<br />I/4*X3"X3" STEEL
<br />TUB COLUMNS
<br />SIDE VIEW
<br />FRONT VIEW
<br />;ZETE PAD
<br />EACH WAY
<br />(2) PLY 1.15"X16" LVL BEAM
<br />' LVL BEAM
<br />L
<br />TUB COLUMNS
<br />COLUMN AND BEAM DETAIL (C)
<br />NOT TO SCALE
<br />UJ 3:
<br />w- w-
<br />LL )II-
<br />4j* 3:
<br />FIG
<br />.3 01=3
<br />4 .
<br />
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